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E:/Diplomarbeit/Latex/Thesis.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf12 Nov 2003: 24. 3.13 Example of two Non-holonomic Restrictions Being Violated and its Handling. ... Time. 41. 3.24 Force of Static Friction vs. Normal Force. 41. -
p1aper1003.dvi
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf15 Oct 2003: river sand (CU = 2.24) and Berlin sand (CU = 2.27) [11]. ... 33. 24. pressure. transducer. to vacuum pump. reflective. laser. device. emission/reception. -
How unsafe the JRA (1996) code is
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf14 Oct 2003: 10. 735 65.6 1.25 Axial Failed. 11 269 24 0.46 Axial Inertia. ... Slab and asphalt top 24.8m27.64m(0.20.05) m 25kN/m3 4146kN. Crash barrier 21.5m0.1m27.6425kN/m3 207.3kN. -
D:\Papers\Foldable composite structures-IASS\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf15 Aug 2003: Yee, J.C.H. and Pellegrino, S. (2003b) Folding of composite structures. Conference onDeformation and Fracture of Composites (FRC-7), Sheffield University, 22-24 April2003. -
1 Author’s contact details: R. J. Lock, Graduate Engineer, ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf22 Jun 2003: 24 4.4 Field Study of an Integral Backwall Bridge: Hoppe & Gomez, 1996. ... 24. ntegral backwall bridge. he others presented in this report in that it is an integral. -
IStructE 2003 Poster
www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf22 May 2003: 4 8 12 16 20 24 28 32 36 401.0. 1.1. -
April 30, 2003 18:33 Proceedings of OMAE’0322nd International…
www-civ.eng.cam.ac.uk/dsl/ppao2/documents/OMAE2003-37465.pdf22 May 2003: e11 =h1A2 h2A1. (h1h3 h22)|V |(23). e12 =h3A1 h2A2. (h1h3 h22)|H|(24). ... At this. 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 401. -
Yetginer_BGApaper
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf22 May 2003: API Method, 1993. 22.2 19.5 41.7. Jardine & Chow, 1996. 30.5 24.8 55.3. -
Database of closed-ended piles in sand: a comparison of qc and qb
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR327.pdf15 May 2003: Site 11: Seattle (Gurtowski et al. 1984) [S] Two compression tests on octagonal concrete precast piles of nominal 24 inch (608 mm) diameter are reported (Table 11). ... 1984) table 1 qb/qc (D/40 failure) 0.29 0.24 Chow (1996) interpretation qc (av. /- -
C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…
www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf24 Apr 2003: λ(δ1 δ2)π. (24). Here δ1 and δ2 are the radial displacements of the corners loaded by T1 and T2, respectively;these corner displacements can be estimated from. ... The wavelength predictions are very close.The wrinkle amplitudes have been estimated
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